CN202560234U - Astylar long-span underground space structure - Google Patents
Astylar long-span underground space structure Download PDFInfo
- Publication number
- CN202560234U CN202560234U CN 201220128684 CN201220128684U CN202560234U CN 202560234 U CN202560234 U CN 202560234U CN 201220128684 CN201220128684 CN 201220128684 CN 201220128684 U CN201220128684 U CN 201220128684U CN 202560234 U CN202560234 U CN 202560234U
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- underground space
- jacking
- steel pipe
- jacking steel
- space structure
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Abstract
The utility model relates to an astylar long-span underground space structure which comprises a space enclosing structure formed by enclosing of jacking steel pipes connected in parallel, and an interior structure, wherein the jacking steel pipes perpendicularly jack into a soil body in an extension direction of a proposed underground space structure and are densely arranged according to an outer outline of the proposed underground space structure, filling structures are disposed inside the jacking steel pipes, notch supporting structures are disposed at adjacent places in a side direction of the jacking steel pipes and connect side walls at two sides of the jacking steel pipes, and the soil body among the jacking steel pipes forms a grouting reinforcement soil body through grouting. The underground space structure of the utility model is safe and reliable in structural style, can help form a long-span underground space and facilitate inner space utilization, and causes no foundation settlement of the vicinity during construction. The structure can be widely applied to underground space structures with complex underground situations and high vicinity protection requirements.
Description
Technical field
The utility model relates to a kind of underground space structure, particularly a kind of large span underground space structure.
Background technology
Receive the restriction of town site, existing mode of transportation can not have been carried so huge volume of the flow of passengers, and the development and utilization of the underground space has become a main trend of urban development.But the building that stands in great numbers in the city, intensive road traffic and all kinds of network of underground that gather in length and breadth; Make the surrounding enviroment in city become increasingly complex; Should rationally open and send out the underground space of utilizing the city; The existing environment of safekeeping periphery again, this just need seek a kind ofly can the underground structure form of the inner space of efficient utilization can be provided again for underground space construction provides the safety support form.
Large span underground space structure commonly used now generally includes space enclosing structure and internal construction, and said space enclosing structure is generally liner structure or section of jurisdiction supporting.Because liner structure or section of jurisdiction supporting and protection structure produce disturbance to surrounding soil easily at work progress; Cause space enclosing structure can not guarantee the construction safety of internal construction fully; Thereby before the internal construction construction, it is that safe construction provides supporting that the collaborative space enclosing structure of edge column or side wall need be set in advance.For the bigger underground space structure of span, just there is a large amount of support of work progress needs in above-mentioned space enclosing structure form commonly used, because the existence of edge column, the internal construction space function such as is restricted at defective on dividing.
The utility model content
The purpose of the utility model provides a kind of no post large span underground space structure; The space enclosing structure that solves traditional large span underground space structure can not be guaranteed the technical problem of the construction safety of internal construction fully, and solves edge column supporting meeting in traditional large span underground space internal construction and cause the underground structure built-in function to divide limited technical problem.
For realizing above-mentioned purpose, the utility model adopts following technical scheme:
A kind of no post large span underground space structure; Comprise space enclosing structure and internal construction; It is characterized in that: said space enclosing structure is surrounded by the jacking steel pipe of connection arranged side by side and forms, and the vertical jacking of said jacking steel pipe is planned to build in the soil body of underground space structure bearing of trend, and said jacking steel pipe gathers according to the outline of planning to build underground space structure; In the pipe of jacking steel pipe interstitital texture is arranged; The side direction adjacent of jacking steel pipe is connected with otch supporting and protection structure side by side, and said otch supporting and protection structure is communicated with the jacking steel pipe sidewall of both sides, and the soil body between the said jacking steel pipe forms the grouting and reinforcing soil body through slip casting.
The said outline of planning to build the underground space is rectangle or arch.
The every joint length of said jacking steel pipe is 4～6m, has injected hole on its tube wall at interval.
Said space enclosing structure bottom forms the bottom side wall enlarged footing through a large amount of slip castings. ?
Said otch supporting and protection structure comprises supporting between fixation steel plate, waterproof steel plate and pipe, and said waterproof steel plate is arranged on the outside of internal construction; Said fixation steel plate is arranged on the inboard of internal construction; Supporting is propped up and is withstood between fixation steel plate and the waterproof steel plate between said pipe.
Said internal construction comprises plate and structure base plate in the structure; Be provided with or be not provided with the structure center pillar in the said structure between plate and the structure base plate.
Said structure base plate bottom surface is provided with base plate waterproofing, and its upper surface is provided with base plate fill concrete layer.
Compared with prior art the utlity model has following characteristics and beneficial effect:
At first; The utility model forms the pipe curtain through the large diameter steel pipe jacking of adopting; To manage the perforation of curtain steel pipe transverse links into an integrated entity; The construction that can be the large span underground space structure provides safe outer peripheral protection structure, and whole construction is basically all operated in steel pipe, piping lane, reduces the underground space construction security risk greatly.Whole construction course need not take road, need not pipeline and changes and move, and environmental-protecting performance is strong.
Secondly, connection place guarantees that through at the face down bonding steel plate for sealing water that meets water all there is the steel outsourcing in the whole underground space structure outside between the steel pipe pipe, add self concrete structure from waterproof, waterproof effect is good, guarantees that waterproof is perfectly safe.But have water stratum submersible need not through dewatering guarantee the construction normally carry out.
Moreover the said underground space structure form of the utility model is less to the ground settlement influence at work progress, can realize zero sedimentation; During construction periphery being built (structure) thing influences very little; Need not it is carried out processing such as ground stabilization, can effectively accelerate the construction period, practice thrift construction cost.
In addition; The said underground space structure form of the utility model main auxiliary part in work progress can adopt steel mostly; Construction all recyclable the recycling that finish meets environmental protection and energy saving theory in the modern project construction, thereby reduces the construction cost of series engineering significantly.
The utility model can be widely used in being widely used in underground engineering construction, and it is numerous to be particularly useful for surrounding building, and underground utilities enrich the underground construction of section.
Description of drawings
Below in conjunction with accompanying drawing the utility model is done further detailed explanation.
Fig. 1 is the utility model embodiment one.
Fig. 2 is an otch supporting and protection structure detail drawing.
Fig. 3 is the utility model embodiment two.
Reference numeral: plate, 9-structure center pillar, 10-bottom side wall enlarged footing in supporting between interstitital texture, 3-otch supporting and protection structure, 3.1-fixation steel plate, 3.2-waterproof steel plate, 3.3-manage in 1-jacking steel pipe, the 2-corridor, the 4-grouting and reinforcing soil body, 5-structure base plate, 6-base plate waterproofing, 7-base plate fill concrete layer, the 8-structure.
The specific embodiment
Embodiment one is referring to illustrated in figures 1 and 2; A kind of no post large span underground space structure comprises space enclosing structure and internal construction, it is characterized in that: said space enclosing structure is surrounded by the jacking steel pipe 1 of connection arranged side by side and forms; Said jacking steel pipe 1 vertical jacking is planned to build in the soil body of underground space structure bearing of trend; Said jacking steel pipe 1 gathers according to the outline of planning to build underground space structure, and interstitital texture 2 is arranged in the pipe of jacking steel pipe 1, and the side direction adjacent of jacking steel pipe is connected with otch supporting and protection structure 3 side by side; The jacking steel pipe sidewall of said otch supporting and protection structure 3 connection both sides, the soil body between the said jacking steel pipe forms the grouting and reinforcing soil body 4 through slip casting.The said outline of planning to build the underground space is an arch.Interstitital texture is reinforced concrete structure or concrete structure in the said corridor.
Said jacking steel pipe 1 every joint length is 4～6m, and its external surface is threaded, and has injected hole on its tube wall at interval.
Said space enclosing structure bottom forms bottom side wall enlarged footing 10 through a large amount of slip castings. ?
Said otch supporting and protection structure 3 comprises supporting 3.3 between fixation steel plate 3.1, waterproof steel plate 3.2 and pipe, and said waterproof steel plate 3.2 is arranged on the outside of internal construction; Said fixation steel plate 3.1 is arranged on the inboard of internal construction; 3.3 of supportings withstand between fixation steel plate 3.1 and the waterproof steel plate 3.2 between said pipe.
Said internal construction comprises plate 8 and structure base plate 5 in the structure; Be provided with or be not provided with structure center pillar 9 in the said structure between plate 8 and the structure base plate 5.
Said structure base plate 5 bottom surfaces are provided with base plate waterproofing 6, and its upper surface is provided with base plate fill concrete layer 7.
Embodiment two is referring to Fig. 2 and shown in Figure 3, and different with embodiment one is that the said outline of planning to build the underground space is a rectangle, and its base soil body is reinforced through slip casting.
The work progress of the utility model is following:
Step 4, the layering of the piping lane inner structure of being undertaken by plan construction, segmentation order be to cutting the relative part of adjacent steel pipe, forms along intending the piping lane space that excavation underground space outer wall steel pipe is communicated with steel pipe, and carry out the otch supporting at the incision site place;
Claims (7)
1. no post large span underground space structure; Comprise space enclosing structure and internal construction; It is characterized in that: said space enclosing structure is surrounded by the jacking steel pipe (1) of connection arranged side by side and forms, and the vertical jacking of said jacking steel pipe (1) is planned to build in the soil body of underground space structure bearing of trend, and said jacking steel pipe (1) gathers according to the outline of planning to build underground space structure; Interstitital texture (2) is arranged in the pipe of jacking steel pipe (1); The side direction adjacent of jacking steel pipe is connected with otch supporting and protection structure (3) side by side, and said otch supporting and protection structure (3) is communicated with the jacking steel pipe sidewall of both sides, and the soil body between the said jacking steel pipe forms the grouting and reinforcing soil body (4) through slip casting.
2. no post large span underground space structure according to claim 1 is characterized in that: the said outline of planning to build the underground space is rectangle or arch.
3. no post large span underground space structure according to claim 1 is characterized in that: the every joint length of said jacking steel pipe (1) is 4～6m, has injected hole on its tube wall at interval.
4. no post large span underground space structure according to claim 1 is characterized in that: said space enclosing structure bottom forms bottom side wall enlarged footing (10) through a large amount of slip castings.
5. no post large span underground space structure according to claim 1; It is characterized in that: said otch supporting and protection structure (3) comprises supporting (3.3) between fixation steel plate (3.1), waterproof steel plate (3.2) and pipe, and said waterproof steel plate (3.2) is arranged on the outside of internal construction; Said fixation steel plate (3.1) is arranged on the inboard of internal construction; Supporting between said pipe (3.3) is propped up and is withstood between fixation steel plate (3.1) and the waterproof steel plate (3.2).
6. no post large span underground space structure according to claim 1 is characterized in that: said internal construction comprises plate in the structure (8) and structure base plate (5); Be provided with or be not provided with structure center pillar (9) between plate in the said structure (8) and the structure base plate (5).
7. no post large span underground space structure according to claim 1 is characterized in that: said structure base plate (5) bottom surface is provided with base plate waterproofing (6), and its upper surface is provided with base plate fill concrete layer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220128684 CN202560234U (en) | 2012-03-30 | 2012-03-30 | Astylar long-span underground space structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220128684 CN202560234U (en) | 2012-03-30 | 2012-03-30 | Astylar long-span underground space structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202560234U true CN202560234U (en) | 2012-11-28 |
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ID=47209898
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220128684 Expired - Fee Related CN202560234U (en) | 2012-03-30 | 2012-03-30 | Astylar long-span underground space structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202560234U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863683A (en) * | 2016-05-31 | 2016-08-17 | 中铁第四勘察设计院集团有限公司 | Large cross-section tunnel longitudinal and ring beam pre-supporting structure |
| CN107060845A (en) * | 2017-05-04 | 2017-08-18 | 湖南城市学院 | Underground space structure builds construction method and application |
| CN109268028A (en) * | 2018-08-30 | 2019-01-25 | 中国水利水电第十四工程局有限公司 | A kind of large-span underground chamber half range mistake is away from excavation supporting method |
-
2012
- 2012-03-30 CN CN 201220128684 patent/CN202560234U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863683A (en) * | 2016-05-31 | 2016-08-17 | 中铁第四勘察设计院集团有限公司 | Large cross-section tunnel longitudinal and ring beam pre-supporting structure |
| CN105863683B (en) * | 2016-05-31 | 2018-12-28 | 中铁第四勘察设计院集团有限公司 | Large cross-section tunnel indulges ring beam and pays protection structure in advance |
| CN107060845A (en) * | 2017-05-04 | 2017-08-18 | 湖南城市学院 | Underground space structure builds construction method and application |
| CN107060845B (en) * | 2017-05-04 | 2019-01-15 | 湖南城市学院 | Underground space structure builds construction method and application |
| CN109268028A (en) * | 2018-08-30 | 2019-01-25 | 中国水利水电第十四工程局有限公司 | A kind of large-span underground chamber half range mistake is away from excavation supporting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121128 Termination date: 20200330 |